Laserfiche WebLink
830 LINCOLN STREET, <br />95-0389 (60908) <br />January 30, 1995 <br />Page 1 <br /> <br />AUMSVILLE <br /> <br /> Marion County <br />~--~/ ORI~GON <br /> <br /> Building Inspection - Dwelling Plan Revfew <br /> <br />The attached plans have been reviewed for compliance with tbs State of Oregon <br />1993 Edition One and Two Family Dwelling Specialty Code. <br /> <br />A COPY OF THE A~PROVED PLANS SF=%LL BE KEPT ON THE SITE OF THH BUILDING <br />OR WORK AT THE TINE OF INSPECTION (R-111.2) <br /> <br />Approved numbers or addresses shall be placed on all buildings in such a <br />position as to be plainly visible and legible from the street or road <br />fronting the property. (QFC 10.208) <br /> <br />The grade away from foundation walls shall fall a minimum of 6 in. <br />within the first 10 ft., except as restricted by lot lines where the <br />fall will be a minimum of $ in, regardless of the horizontal distance <br />available. (R-301.3) <br /> <br />When reinforcement is located in the footing in the proximity of the <br />electrical service panel, one piece of the reinforcement shall extend a <br />minimum of 1' above the plate to act as a grounding electrode for the <br />panel. If a piece is bent and tied, it must be tied (MINIMUM 1' LAP) to <br />a minimum 20' long section of reinforcement in the footing or wall. <br />Contact the Electrical Inspector with questions. (NEC Article 250- <br />Sl (c)) <br /> <br />Footings sections: 12 in. wide - 1 story; 18 in.- 2 story, 18 in_ 3 <br />story. Footings shall extend not less than 12 in_ below the finish <br />natural grade. (E~303) <br /> <br />A keyway in the footing is an acceptable method and will transfer the <br />lateral loads, OR provide a 18 inch long No. 3 dowels extending 12 <br />inches from the footing into the wall, 4 feet on center, OR pour the <br />footing and stemwall at one time (monolithically). All wood left <br />permanently in contact with the ~oundation shall be FOUNDATION GRADE <br />WITH i~LL CUT ENDS AND/OR SIDES TREATED with an approved wood <br /> <br />Foundation cripple walls shall be framed of studs with a minimum length <br />of 14 inches or shall be framed of solid blocking. (R-402.9) <br /> <br />Provide an access crawl hole to the underfloor space. The minimum size <br />opening required is 18 inches by 24 inches. (R-311.2) <br /> <br />The structural supports for decks, balconies, porches or similar <br />structures shall be pressure-treated wood to protect against decay- <br />(R-309.1} <br /> <br /> "APPROVED" only when this sheet is <br />attached to plans <br /> <br /> <br />